Publication:
Evaluation of Condition Assessment of Tunnel Lining using Inspection Manual of CIRIA and FHWA

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dc.citedby2
dc.contributor.authorUsman F.en_US
dc.contributor.authorBanuar N.en_US
dc.contributor.authorIsmail M.N.en_US
dc.contributor.authorOthman N.A.en_US
dc.contributor.authorid55812540000en_US
dc.contributor.authorid57190172735en_US
dc.contributor.authorid57213564226en_US
dc.contributor.authorid54797445300en_US
dc.date.accessioned2023-05-29T06:11:54Z
dc.date.available2023-05-29T06:11:54Z
dc.date.issued2016
dc.descriptionHydroelectric power; Hydroelectric power plants; Shotcreting; Variable speed transmissions; Condition assessments; Hydroelectric power station; Visual condition; Liningsen_US
dc.description.abstractMaintenance need to be provided as the tunnel has serves such a long time and it is to ensure no severe failure in the tunnel will occur that would lead to the unwanted causalities. This paper presents visual condition assessment of tunnels of hydroelectric power station to determine deterioration level of shotcrete lining based on FHWA, and CIRIA report C671. From the assessment, it is found that 40% of leakage condition is in rating 2 for MAT and 63% also leakage in rating 2 for CVT. The most severe area is along Chainage 0+300 for MAT and Chainage 0+400 for CVT. Shotcrete lining is also found able to function properly to provide drainage diverting the leaking.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo12035
dc.identifier.doi10.1088/1742-6596/710/1/012035
dc.identifier.issue1
dc.identifier.scopus2-s2.0-84978136538
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84978136538&doi=10.1088%2f1742-6596%2f710%2f1%2f012035&partnerID=40&md5=eda1f769e0c2648e64d313dd75b1c296
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/22734
dc.identifier.volume710
dc.publisherInstitute of Physics Publishingen_US
dc.relation.ispartofAll Open Access, Bronze
dc.sourceScopus
dc.sourcetitleJournal of Physics: Conference Series
dc.titleEvaluation of Condition Assessment of Tunnel Lining using Inspection Manual of CIRIA and FHWAen_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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